createdTsNone
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noticeInvitingTenderDTO
createdTs1726755210574
version3
createdDateNone
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tenderTypeRFQ
evaluationTypeTWO_COVER
evaluationTypeTextTwo Cover
invitingStrategyOPEN
invitingStrategyTextOpen
taxTypeINCLUSIVE_TAX
tenderFee1470.00
emd116900.00
bidValueTypeITEM_WISE
bidValueTypeTextItem wise
tenderReceiptClose07-10-2024 16:00:00
tenderQueryClose05-10-2024 16:00:00
technicalBidOpen08-10-2024 16:30:00
publishedDate20-09-2024 14:46:23
publishedByPostRDPR_EE_DIV_GAD
publishedByUserKPE16679 - VIJAYKUMAR MADIVALAPPA
bidValidityPeriod180
noOfCalls1
preBidMeetingDateNone
preBidMeetingYnFalse
preQualificationBidOpenNone
denominationTypeRUPEES
denominationTypeTextRupees
retenderedYnNone
percentageRateTypeTextNone
contactPersonSHRI M P MANJUNATH
splitEmdRequiredYnFalse
emdBankGuaranteeNone
emdCashNone
bgValidityPeriodNone
hideWeightageNone
multipleCurrencySelectionAllowedYnFalse
isTechWeightageAllowedFalse
highestBidderSelectionFalse
isVariableEmdAllowedNone
qcbsTenderYnNone
itemwiseEmdRequiredYnNone
sampleSubmissionDateNone
officeNumber08372238035
mobileNumberNone
tenderSupplierListNone
tenderSchedule
createdTs1726755210609
version6
createdDateNone
modifiedDateNone
tenderNumberRDPR/2024-25/OW/WORK_INDENT8936
titleConstruction of c c Road at Dindur village in Gajendragada taluk gadag dist
descriptionConstruction of c c Road at Dindur village in Gajendragada taluk gadag dist
categoryWORKS
categoryTextWorks
ecv5840473.47
deptNameRural Development and Panchayat Raj Department
statusPUBLISHED
statusTextPublished
remarksNone
csrValueNone
ecvtenderYnTrue
location845
locationNameRDPR Division Office Gadag
provisionalAmount7000000.0
groupOverheadTotalNone
fileNumber5054CMGSY15
tenderSubEstimateList
createdTsversioncreatedDatemodifiedDateworkCategoryNamesubEstimateNameestimateTotalitemList
17267552110001NoneNoneOther WorksConstruction of c c Road at Dindur village in Gajendragada taluk gadag dist4330052.07
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4033201156458Nonecode01Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.[Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1]Cum91.091.01259.92FalseNoneNoneFalseNoneFalse114652.720
4033202156458Nonecode02Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.[Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7]Cum105.0105.0503.97FalseNoneNoneFalseNoneFalse52916.850
4033203156458Nonecode03Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6]Cum493.0493.0503.97FalseNoneNoneFalseNoneFalse248457.210
4033204156458Nonecode04Water Bound Macadam :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)]Cum2749.02749.0251.99FalseNoneNoneFalseNoneFalse692720.510
4033205156458Nonecode05Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.[Common PWD SR 2023-24, Volume-3, Pg no-148, I.No. 16.27 ]Cum6374.06374.0503.97FalseNoneNoneFalseNoneFalse3212304.780
4033206156458Nonecode06Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804[Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54]Nos9000.09000.01.0FalseNoneNoneFalseNoneFalse9000.00
17267552110001NoneNoneOther WorksConstruction of c c Road at Dindur village in Gajendragada taluk gadag dist1510421.4
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4033207156459Nonecode01Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1]Cum102.0102.0347.13FalseNoneNoneFalseNoneFalse35407.260
4033208156459Nonecode02Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1]Cum1002.01002.077.14FalseNoneNoneFalseNoneFalse77294.280
4033209156459Nonecode03Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3]Cum6288.456288.4538.57FalseNoneNoneFalseNoneFalse242545.51650
4033210156459Nonecode04Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3]Cum6652.86652.8100.49FalseNoneNoneFalseNoneFalse668539.8720
4033211156459Nonecode05Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.[Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)]t86433.086433.05.53FalseNoneNoneFalseNoneFalse477974.490
4033212156459Nonecode06Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8]Cum474.0474.018.27FalseNoneNoneFalseNoneFalse8659.980
17267555910000NoneNoneRoadsConstruction of c c Road at Dindur village in Gajendragada taluk gadag dist Construction of c c Road at Dindur village in Gajendragada taluk gadag dist5840473.47
idtenderSubEstimateIdcategoryNameitemCodedescriptionuomNamebaseRatefinalRatequantitymodifyQuantityYnminQuantitymaxQuantitybuyBackYnbuyBackValuehideYnnetAmounttaxCount
4033213156460Nonecode01Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work [Common PWD SR 2023-24, Volume-1, Pg.No-8, I.No.1.14.1]Cum102.0102.0347.13FalseNoneNoneFalseNoneFalse35407.260
4033219156460Nonecode01Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.[Common PWD SR 2023-24, Volume-1, Pg No-5, I.No- 1.1]Cum91.091.01259.92FalseNoneNoneFalseNoneFalse114652.720
4033214156460Nonecode02Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. [Common PWD SR 2023-24, Volume-2, Pg.No-151, I.No.17.1]Cum1002.01002.077.14FalseNoneNoneFalseNoneFalse77294.280
4033220156460Nonecode02Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.[Common PWD SR 2023-24, Volume-3, , Pg no-17, I.No. 3.7]Cum105.0105.0503.97FalseNoneNoneFalseNoneFalse52916.850
4033215156460Nonecode03Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) 2.1.3-Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-15, I.No.2.1.3]Cum6288.456288.4538.57FalseNoneNoneFalseNoneFalse242545.51650
4033221156460Nonecode03Construction of Subgrade and Earthen Shoulders : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 [Common PWD SR 2023-24, Volume-3, Pg No-17, I.No. 3.6]Cum493.0493.0503.97FalseNoneNoneFalseNoneFalse248457.210
4033216156460Nonecode04Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) 2.4.2-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [Common PWD SR 2023-24, Volume-1, Pg.No-16, I.No.2.4.3]Cum6652.86652.8100.49FalseNoneNoneFalseNoneFalse668539.8720
4033222156460Nonecode04Water Bound Macadam :Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. (A) By Manual Means, (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg) [Common PWD SR 2023-24, Volume-3, Pg no-25, I.No. 4.13(A)(ii)(b)]Cum2749.02749.0251.99FalseNoneNoneFalseNoneFalse692720.510
4033217156460Nonecode05Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification.[Common PWD SR 2023-24, Volume-1, Pg.No-92, I.No.2.11(C)]t86433.086433.05.53FalseNoneNoneFalseNoneFalse477974.490
4033223156460Nonecode05Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.[Common PWD SR 2023-24, Volume-3, Pg no-148, I.No. 16.27 ]Cum6374.06374.0503.97FalseNoneNoneFalseNoneFalse3212304.780
4033218156460Nonecode06Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. [Common PWD SR 2023-24, Volume-1, Pg.No-7, I.No.1.8]Cum474.0474.018.27FalseNoneNoneFalseNoneFalse8659.980
4033224156460Nonecode06Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work mcompletion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804[Common PWD SR 2023-24, Volume-3, Pg no-78, I.No. 8.54]Nos9000.09000.01.0FalseNoneNoneFalseNoneFalse9000.00
generalCriterionList
createdTsversioncreatedDatemodifiedDatecriterionTypedescriptiontenderEligibilityCriterionDocumentList
17267552120001NoneNoneELIGIBILITYDepartment Registration DetailsNone
17267552120001NoneNoneELIGIBILITYLine of credit 30% to APT amount that is not less than Rupees- lakhs (Conditional LOC not considered)None
17267552120000NoneNoneELIGIBILITYBidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.None
17267552120000NoneNoneELIGIBILITYIt shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.None
17267552120000NoneNoneELIGIBILITYEMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.None
17267552560000NoneNoneELIGIBILITYThe tender is through e mode onlyNone
17267552630000NoneNoneELIGIBILITYThe rates enumerated in the tender schedule / BOQ are inclusive of all lead and lifts and all other charges to complete the work successfully.None
17267552700000NoneNoneELIGIBILITYThe tender may be cancelled at any stage without assigning any reasonNone
17267552770000NoneNoneELIGIBILITYTenderer must submit his present accurate postal address and phone / cell phone numberNone
17267552840000NoneNoneELIGIBILITYMaterials to be utilized for the work must be tested in PRED labs and quality control test reports must be enclosed to the bills. Cost of quality control tests must be borne by the contractorNone
17267552920000NoneNoneELIGIBILITYTenderer who is successful in any tender previously, but not submitted security deposit, is not eligible to participate in this tenderNone
17267553000000NoneNoneELIGIBILITYIf any date in tender time table is government holiday, next working day will be consideredNone
17267553080000NoneNoneELIGIBILITYExecutive Engineer PRED Gadag has authority to reject or accept any tender without assigning any reasonNone
17267553150000NoneNoneELIGIBILITYIf the rates Quoted by the contractor is lesser than the amount put to tender, the difference cost should be paid by the contractor through DD/ FDR / NSC in the favour of Executive Engineer. within 20 days of the receipt of the letter of acceptance for unbalanced tenders in accordance with clause 25.5 of ITT and clause 44 of the condition of contract as per G.O.No FD 94 PCL 2008 Bangalore dated 14.10.2008None
17267553220000NoneNoneELIGIBILITYGST shall be paid to the tendered amount separately.None
17267553290000NoneNoneELIGIBILITYThe contractor should provide daily there staff members on siteNone
17267553360000NoneNoneELIGIBILITYIf there is any objection regarding tender, eligibility of contractors, documents etc. The objection must be submitted before last date & time of submission of tender directly to Executive Engineer, PRE Dn, Gadag. (Not in inward).None
17267553460000NoneNoneELIGIBILITYThe work subjected to third party inspection and inspection by other govt agencies third party inspection cost is borne by the contractor for the gross amount of the bill third party agency is appointed by the deptNone
17267553570000NoneNoneELIGIBILITYAspiring bidders/ contractors who have not obtained the user ID & Password for participating in E-Proc in PRED may now obtain the same from the website www.kppp.karnataka.gov.in through linkNone
17267553650000NoneNoneELIGIBILITYCorrigendum/modifications/corrections, if any, will be published only in the website individual letters, information to bidders will not be sent by post, courier. All information will be on the web site. However in case of any clarification required you are directed to contact the under signed during office hours on all working days.None
17267553720000NoneNoneELIGIBILITYIf any of the dates mentioned above is declared as holiday, the next working day will hold good without any change in the timings indicated.None
17267553780000NoneNoneELIGIBILITYFurther details of work can be obtained in the office of the undersigned all working days.None
17267553840000NoneNoneELIGIBILITYTenderer can inspect site before quoting rates. Quoted rates are inclusive statutory deduction as per Government order.None
17267553910000NoneNoneELIGIBILITYAny over writing of civil engineering words and measurements should be clarified the considered department ( No claims should be considered).None
17267553970000NoneNoneELIGIBILITYWork Completion/Execution Period : 06 MonthsNone
17267554050000NoneNoneELIGIBILITYContractor should upload PWD Valid Registration copyNone
17267554130000NoneNoneELIGIBILITYSimilar wok done 50% OTH & 25% SC ST attached separate sheet should not be less than Rs. lks.None
17267554210000NoneNoneELIGIBILITYWithin 20 days of receipt of the Letter of Acceptance, the successful Tenderer shall deliver to the Employer a Security deposit(FDR) for an amount equivalent to 5% of the Contract price.None
17267554270000NoneNoneELIGIBILITYWork done certificate should be issued by competent authority not below the rank of Executive Engineer.None
17267554330000NoneNoneELIGIBILITYThe tender of any tenderer who does not accept the conditions contained in the tender document is liable to be rejected. Conditional tenders will not be accepted.None
17267554400000NoneNoneELIGIBILITYThe cost of tender form fee shall not be refundable. The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. No interest will be paid by the Government on the Earnest money deposit.None
preQualCriterionListNone
technicalCriterionList
createdTsversioncreatedDatemodifiedDatedescriptioncriterionCategoryTextcriterionTypeOthersValuetenderTechnicalCriterionDocumentList
NoneNoneNoneNoneSatisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)NoneNone
NoneNoneNoneNoneExecuted in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)NoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneTenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one yearNoneNone
NoneNoneNoneNoneOwning the following key and critical equipment for this work (xxxx, xxxx, xxxx)NoneNone
NoneNoneNoneNoneLiquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)NoneNone
NoneNoneNoneNoneTotal value of civl engineering works executed and payments received in the last five years (year-wise)NoneNone
NoneNoneNoneNoneList of existing commitments and ongoing worksNoneNone
NoneNoneNoneNoneLatest Income Tax Clearance CerificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Common PWD SR 2021-22 Vol.1 OG 6-1.12 I.No.3.6
NoneNoneNoneNoneContractor should upload Principal place of Business, Present postal Address and Recent Mobile Numbers.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Contractor should upload Principal place of Business, Present postal Address and Recent Mobile Numbers.
NoneNoneNoneNoneSatisfactorily Completed at least 50% as prime contractor, at least one similar work of value not less than Rs. 29.20 lakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- 50percent work done
NoneNoneNoneNoneParticulars 80% Qty Earthwork (Excavation / Subgrade/Embankment) 1703.43 cum PCC/RCC/CC PAVEMENT 514.42 cum TMT steel 4.42 T WBM/WMM 201.59 cumCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- 80percent qnty
NoneNoneNoneNoneLiquid Assets and or/availability of credit facilities of no less than Rs. 17.52 lakhs( Credit lines/Letter of Credit/Certificates) from the banks for meeting the fund requirement etcCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- LOC
NoneNoneNoneNoneTo qualify for award of this contract, each tenderer in his name should have in at least 2 years out of during the last 5 years, i.e. 2019-20 to 2023-24 financial Turn over of Rs. 116.81 lakhsCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- turnover 2 year
NoneNoneNoneNoneContractor should upload PWD Valid Registration copy.Capabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Contractor should upload PWD Valid Registration copy.
NoneNoneNoneNoneLatest income tax clearance certificateCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- Latest income tax clearance certificate
NoneNoneNoneNoneFinancial Status and Capacity. Contractor should enclose the calulation sheet of the bidder capacity as per the Tender clause No. 3.5 Tender Capacity (AxN x2.5-B) where A Maximum value of civil engineering work executed in any one year. N Number of years prescired for completion of the work. B Existing commitments and ongoing workCapabilities of VendorNone
createdTsversioncreatedDatemodifiedDatedocumentName
NoneNoneNoneNoneOthers -- financial status
tenderCriterionDocumentList
documentNameoptionaldocumentTypeText
Annual Turnover certificate CA with UDIN No. & Profit and loss statements & Income Tax returnsTrueTechnical Bid
PWD Valid Registration CertificateTrueTechnical Bid
Line of credit amount that is not less than Rupees- lakhs, Conditional LOC not consideredTrueTechnical Bid
50percent Similar work done BUILDING ,CC DRAIN, ROAD WORK attached separate sheet should not be less than Rs. lks.TrueTechnical Bid
Postal Address with contact numberTrueTechnical Bid
PAN & GST CertificateTrueTechnical Bid
tenderWorkLocationList
tenderAddressNone
tenderRecallDTONone